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HomeMy WebLinkAboutzT-1650Set&-M j
GENERAL NOTES
ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE CURRENT. \lf-S-DJ03
PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED.
2: ALL POWER AND TELEPHONE POLES, GAS AND GAS VALVES AND APPURTENANCES i
SHALL BE REMOVED OR RELOCATED BY OTHERS PRIOR TO OR DURING CONSTRUCTION,
FURTHER THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF
THESE ACTIVITIES, IF NECESSARY.
3. ALL FIRE HYDRANTS, WATER VALVES AND WATER METERS SHALL BE RELOCATED
AND/OR ADJUSTED BY THE CONTRACTOR, IF NECESSARY.
4, ALL UTILITY AND SUBSURFACE INFORMATION IS FOR INFORMATION ONLY AND IT!
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASCERTAIN THE LOCATION.
AND DESCRIPTION OF ALL UTILITIES AND SUBSURFACE CONDITIONS PERTINENT TO
THIS PROJECT PRIOR TO BEGINNING CONSTRUCTION.
5. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. UTILITY
COMPANIES SHALL BE CONTACTED BY CONTRACTOR PRIOR TO CONSTRUCTION TO
DETERMINE EXACT LOCATIONS.
6; THIS DOCUMENT IS ONLY COMPLETE WHEN ALL OF THE ATTACHED SHEETS ARE USED
AS ONE DOCUMENT T IN CONJUNCTION WITH THE STANDARD PLANS AND SPECIFICATIONS'
ANID'THE BID DOCUMENT AND SPECIAL PROVISIONS.
7 THE CONTRACTOR SHALL CONFORM AT ALL TIMES TO THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES AND ANY PERTINENT LOCAL, STATE AND FEDERAL
LAWS AND REGULATIONS.
& THE STANDARD DETAILS WHICH PERTAIN TO THIS PROJECT ARE INCLUDED IN THE
SPECIAL PROVISIONS.
1
w
-1
DRAWING
NUMBER
1
2
3
4
5
6
7
8
9
10
11
REGION NO.- STATE FEDERAL PROJECT NO. SHEET NO.
M- 1302 (4) 1 OF 11
INDEX • DRAWINGS
REGION N0, STATE FEDERAL PROJECT NO. SHEET NO.
M-1302 (4) 3 OF 1 I
20 0 20 40 60 80
�I
9 I
ce --
<r Q
W /¢ -
cZi
t.0iT�-..-- _`:OS!aroN
z .�V
ti
—X .—WO
A.
Y
0
N
�a \ CITY ®F RENT ®N
DEPARTMENT OF PUBLIC WORKS
EXISTING INTERSECTION PLAN
' DESIGNED DATE MAY 83 FILE NO
DRAWN
CHECKED SCALE I = 4 `i FIELD BOCK--=AGE
NO. REVISION I BY APPR. .DATE APPROVED L SHEET OF I I
5 SONS INC 81518
LANE LINE DETAIL
� 9 � 15' 91 �f 15' �• 91 _ I� 15' � 9' �
3±�
10 PLASTIC TRAFFIC BUTTONS
.011+
h-- -9 5 " -10"
e -c
SUNSET BLVD. N.
9
—0-0-0-0-0-0
9
10 . 1i 2
0-0= 0=0=0 -0-0�oo= o— o= o= 0- 0= o= o= O— o
=
o==O=O=
= 0=0 =0— OO_p o�,0�0_0= OO_OO O— O_ V
O O O O O+^ O
0
O O 0 -� 0
r
Z 0 0
CHANNELIZATION NOTES
@1
10" Yellow Traffic Buttons - 5° o. c.
Q
10"
Yellow Traffic Buttons - Id o. c.
Pa
4"
Line Markers (Type I), White - 3' o.c.
4"
Line Markers (Type I & TypeUa (See Lane Line Detail)
®
18"
Thermoplastic Stop Bar
Q6
12"
Thermoplastic Crosswalk
U
10"
White Traffic Buttons - 5i o. C.
0
10"
White Traffic Buttons - 1'0' o. c.,
s
ii
Thermoplastic
Arrows 81 Legends as indicated
Ln
r�
/ F
I
13
REGION NO. STATE FEDERAL � ROJECT NO. SHEET N0.
M -1302 (4) 5 OF I I
w
r
0 -- -0--
0
_-- o-- o__O�_O- -_0� =0 � O�
--0- =O=
O_O_.O
i� MOW '911&
rl�s .IM:�
I
Pa
I�
• I I
1
�)
•
I
li I I
KIND
_
s
ii
�•
• 14
r
I
13
REGION NO. STATE FEDERAL � ROJECT NO. SHEET N0.
M -1302 (4) 5 OF I I
w
r
0 -- -0--
0
_-- o-- o__O�_O- -_0� =0 � O�
--0- =O=
O_O_.O
i� MOW '911&
rl�s .IM:�
GENERAL NOTES i
\o= /
I. LOCATION OF POSTS, POLES AND JUNCTION BOXES
SHOWN ARE APPROXIMATE ONLY AND SHOULD BE
LOCATED IN THE FIELD BY THE CONTRACTOR AND
1 34
APPROVED BY THE ENGINEER.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOC-
ATING ALL UTILITIES PRIOR TO BEGINNING WORK.
3. STANDARD DETAIL SHEETS ARE INCLUDED IN THE '
CONTRACT SPECIFICATIONS. ' 4
4. FOR WIRING, LOOP, POLE, PEDESTAL, PUSH BUTTON AND sTe 12 +a5 _ I
11 1
OTHER SCHEDULES, SEE DETAIL SHEETS AND STD. PLANS. 2
STA 12+ 54' —
5. SEE . SHEET NO. 7 OF I I FOR TRAFFIC SIGNAL PLAN. o ,
—
STA.12+o9 — '
STA. 12 +09
I
29 �
F_ I.
0 1 I
ts� M
1
>n
a
r
u�
1
STA. 12+18--X ' II 14 II - - - - -- -------------------- 1.
- -- - –
� �-
- 14
STA.12+ 1 i — 15
9 10 11 — — — 12 1 13
I
14
— 4 — — STA..12 +51 - I l i 12 ST 12+68- ,. STQ.13+50 _ _ - SUNSET B LV ©. N.
14 _ 12
------------------- - - - - -- 14 12 FP VAULT
I i \ / ' STA. 14 +35 (N.3RD ST)
CD I i ` 11 STA. 14 +48 (N.3RD ST.)
+ I '
o J I
—STA. 14 +85
STA. 14+90
� 5�p• / � I I
/
CONSTRUCTION NOTES
I! INSTALL JUNCTION BOX (TYPE "B ")
�2 INSTALL JUNCTION BOX (TYPE 11C11)
&4 INSTALL 6'x 61 DETECTION LOOP
® INSTALL EMERGENCY VEHICLE DETECTOR
AND SIGNAL POLE (TYPE PS). SEE DETAIL
SHEETS AN.D STD. PLANS.
/
/
/
/
/ 14
/ II
STA. 16 +50
/
i
35
/
4 4TCH
A
EX
REGION N0. STATE FEDERAL PROJECT NO. SHEET NO.
M-1302(4) 6 OF 11
20 0 20 40 60 80
1'
s .,.
N
N
EXIST - �.B• °�
40
y n��
l�
';k in �'\ 1
t1TF�T► f�rl�l
INSTALLED AS REPLACEMENT
PHASE l
PHASE 2
PHASE 3
PHASE 4
PHASE 5
PHASE 6
PHASE 7
PHASE 8
BRACKET
EMERGENCY
VEHICLE P -E1
EMERGENCY
VEHICLE P -E2
EMERGENCY
VEHICLE P -E3
EMERGENCY
VEHICLE P -E4
RR PRE -EMPT
2.
ALL PEDESTRIAN HEADS SHALL BE ENERGY EFFICIENT TYPE NEON
J
Q
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4
w-
TQ
NOTES
O�
Q
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=0
NOTES
OJ
Q
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S4
NOTES
pJ
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wT
=O
NOTES
O�
G
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NOTES
OJ
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NOTES
0�
Q°
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NOTES
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20
NOTES
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20
NOTES
}
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2D
NOTES
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Q°
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z®
NOTES
}
OJ
Q a
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_®
NOTES
HEAD
DiSPLAY
CLEAR
ANCE
INTERVAL
HEAD DISPLAY
PRE -EMPT
INTERNAL
LEGEND
�Q
Zu.
z
4
w
=
v�
G!
—�
GREEN RIGHT ARROW R FLASH RED
GREEN 450 LEFT ARROW W WALK
GREEN 450 RIGHT ARROW DW DON'T WALK
GREEN THROUGH ARROW DW FLASH DON'T WALK
Y
YELLOW DE DEENERGIZED
�.
CITY OF'RENTON
DEPARTMENT OF PUBLIC WORKS
SUNSET BLVD'. N. a N. 3RD ST.
SIGNAL PHASING PLAN
O
R
g�
DATE MAY ,__
FILE NO
14Z
R
DRAWN
SCALE
FIELtt eoou awGE-
0(S
CHECKED
R
NO.
REVISION
BY APPR.
I DATE
�
APPROVED
tt t
SHEET�OFJJ_
OG
R
14Z
R
R
®G
R
R
R
R®
All
147,
O
R
A
O
14Z
4-
R
Al)
®
G
14z
A,
0
R
G
R
R
R
R
a
R
/c
to
R
/e
.e
4--
Az
14
R
j
!/
"o,
G
!2
!1
/K
G
,e
R
lz
e
/e
G
R
R
l2
/3
.K
/4z
,e
a -
Q
l3
R
R
.2
<---
G
iZ
13
/4
,K
0
O
O
i�
AV
OJIV
op✓
D!N
-
0
FNPI
W
n/
tti/
W
W
DW
OW
-
l0
i8
W
W
—
l8
OW
W
W
W
DW
D'V
-
IB
-
W
DW
—
/9
D
H/
W
opv
OW
DW
-
l9
®D
W
-
W
—
20
W
W
W
O
aw
OW
-
0
N
W
DN
Dpv
—
`E°/
W
f! ✓
W
02
vv/
DV
W
W
DlN
DIN
—
®
ON
ON
W
apv
bW
,oW
--
0
_
0
0
0
0
0
0
O
O
0
0
0
O
0
0
0
0
0
0
0
0
0
-
0
0
01
0
0
0
0
0
0
0
0
0
0
_
0
0
0
0
01
1
1
1
1
1
1
0
0
0
0
O
0
I
0
_+
O
INSTALLED AS REPLACEMENT
INSTALLED AT
AT EXISTING LOCATION
NEW LOCATION
NEON
NEON
9
BRACKET
BRACKET
.MOUNTED
MOUNTED
VISORS AND GLASS LENSES.
2.
SIGNAL HEAD DISPLAY
SUPEPIOR REPROGRPPHIC.
INSTALLED AS REPLACEMENT AT EXISTING LOCATION INSTALLED AT
NEW LOCATION
TOP MOUNT PLUMBIZER
O 12 . 12" O 120 O 12"
O12 O If O 12" O 12
O 12" ® 12" ® 12° E� 12'I
1211 TOP MOUNT PLUMBIZER
OO OO ®O
1\2D ® ��
REa 6N NO
PHASE 1 PHASE 2 PHASE 3
/ 0
5 5
5 �
N N N
HICLE
1
iERAL PROJECT NO SHEET NO
FMFRGFNCY VEHICLE
2
VEHICLE
'T 3
Y VEHICLE
APT 4
PHASE SEQUENCE DIAGRAM
NOTES:
1.
ALL VEHICLE HEADS SHALL HAVE
BACK PLATES AND BE EQUIPPED WITH TUNNEL
VISORS AND GLASS LENSES.
2.
ALL PEDESTRIAN HEADS SHALL BE ENERGY EFFICIENT TYPE NEON
SYMBOL DISPLAYS AND BE EQUIPPED WITH ° Z - CRATE" TYPE VISORS.
3.
ALL VEHICLE AND PEDESTRIAN HEADS SHALL BE PAINTED
YELLOW ON ALL OUTSIDE SURFACES. THE INSIDE OF THE
VISORS AND THE FRONT FACE OF THE BACKPLATES SHALL
BE FLAT BLACK.
4.
THE PHASING AND SCHEDULE INFORMATION ON THIS SHEET
PERTAINS TO SHEET 11 OF II .
LEGEND
G
4--
GREEN R RED
GREEN LEFT ARROW Y FLASH YELLOW
v�
G!
—�
GREEN RIGHT ARROW R FLASH RED
GREEN 450 LEFT ARROW W WALK
GREEN 450 RIGHT ARROW DW DON'T WALK
GREEN THROUGH ARROW DW FLASH DON'T WALK
Y
YELLOW DE DEENERGIZED
�.
CITY OF'RENTON
DEPARTMENT OF PUBLIC WORKS
SUNSET BLVD'. N. a N. 3RD ST.
SIGNAL PHASING PLAN
OESIGNED
g�
DATE MAY ,__
FILE NO
J• 0•
DRAWN
SCALE
FIELtt eoou awGE-
CHECKED
NO.
REVISION
BY APPR.
I DATE
�
APPROVED
tt t
SHEET�OFJJ_
Degrees Clockwise to Typical
Attachment Point from 00 12
900
Typical Di Signal Arm
Attachment Point
- 00- - - 1800
V
v All Handholes at 1800
wy
O
Pole Orientation Angle 2700
(P.O.A.) Degrees Clockwise
from Offset Line to 00 Point
Base Plate
0
Location Station
Roa�'t'dY
POLE ORIENTATION AND ATTACHMENT DETAIL
F44F
f f
Ground Wire Pedestal G G
4 Anchor Bolt with 2 Washers 2
and 2 Nuts each. 5/8" x 18' �]
with 4" hook. Bolt circle 13 1/2 "+
1/4" dia. equally spaced. o I I
Finished Grade i 2
0 1
Do
C) 0 1
Ground Wire to Ground
Rod at First Handhole in
in
Conc. Round or Square O7 7
TYPE PPB TYPE PS
TYPE I PEDESTRIAN PUSH PEDESTRIAN
FOUNDATION DETAIL B FOR TYPE PPB FOUNDATION DETAIL C FOR TYPE PS BUTTON POST HEAD STANDARD
TYPE I
VEHICLE HEAD
STANDARD
TYPE IIB (DOUBLE) TYPE IIIB (DOUBLE) SPECIAL DESIGN
MAST ARM SIGNAL COMBINATION LIGHTING AND MAST (See Detail 11 Specifications)
STANDARD ARM SIGNAL STANDARD
REGION NO. STATE FEDERAL PROJECT N0. 5M££T 0:..
M- 1302(4) 1 OF €i
LEGEND
a. Vehicle Signal Head
b. Internally Illuminated Sign
c. Street Name Sign
d. Pre —Empt Detector
e. Pre —Empt Indicator
f. Pedestrian Signal Head
g. Terminal Compartment
h. Controller Cabinet
i. Pedestrian Push Button Assembly
j. Handhole
k. Luminaire
NOTES
OTop mount plumbizer mounting couplings installed by
fabricator at offset distance indicated in chart.
OField installed, orientation to be approved by engineer.
U3 See Special Provisions for luminaire arm type
®This plan sheet is based on information provided in
the Washington State Department of Transportation
Design Manuel (revised November 1980).
OIf soil conditions at the site are not equal to or better
than shown in the foundation detail, then new foundation
dimensions will be provided by the engineer and any
additional cost will be considered an additive to the
contract.
© All poles and pole bases shall have one extra 2 -inch
conduit that extends to and is capped in the nearest
handhole.
0 Bottom of base to extend to center of ped
push button.
®, Grout required under base plate to center of pole and
finished toward outer surface. A 1/2" tublar drain
hole shall be installed.
OConcrete shall be Class B poured in place with
forming on the top 3 -1/2" and all above grade portions of
the foundation.
10' Size and number of conduit per plan.
11 Saw cut paving when foundation in existing paved surface
12 Bolt circles to be ±1/8" dia. with bolts equally spaced +1 /8'
around circle, and /or according to manufactures specs.
13 Conduit shall extend 3" above foundation.
SIGNAL STANDARD DETAIL CHART
Ground Wire Pedestal
13 2"
Nom. Grout Pad with 1/2 "Drain
in Paved Areas
4 Anchor Bolt. with 2 Washers
Pedestal
Pedestal and Base
Flush in Paved Areas
and 2 Nuts each. 5/8" x 14" with
and Base
33
(X)(y ){Z}
4" hook. Bolt circle 13 1/2 "+
1/4" dia. equally spaced.
13
LT.
RT.
Finished Grade
-Al
m
—
B1
I 1 1111
j ail—
J
Ground Wire to Ground
Rod at First Handhole
E
B5
� I I
L,!
B7
B8
Conc. Round or Square
m
rl
B11
B1
B2
Class "B" Concrete
'2' when constructed
B6
B7
�_
B10
in dirt area
TOTAL (ft.)3
31
F44F
f f
Ground Wire Pedestal G G
4 Anchor Bolt with 2 Washers 2
and 2 Nuts each. 5/8" x 18' �]
with 4" hook. Bolt circle 13 1/2 "+
1/4" dia. equally spaced. o I I
Finished Grade i 2
0 1
Do
C) 0 1
Ground Wire to Ground
Rod at First Handhole in
in
Conc. Round or Square O7 7
TYPE PPB TYPE PS
TYPE I PEDESTRIAN PUSH PEDESTRIAN
FOUNDATION DETAIL B FOR TYPE PPB FOUNDATION DETAIL C FOR TYPE PS BUTTON POST HEAD STANDARD
TYPE I
VEHICLE HEAD
STANDARD
TYPE IIB (DOUBLE) TYPE IIIB (DOUBLE) SPECIAL DESIGN
MAST ARM SIGNAL COMBINATION LIGHTING AND MAST (See Detail 11 Specifications)
STANDARD ARM SIGNAL STANDARD
REGION NO. STATE FEDERAL PROJECT N0. 5M££T 0:..
M- 1302(4) 1 OF €i
LEGEND
a. Vehicle Signal Head
b. Internally Illuminated Sign
c. Street Name Sign
d. Pre —Empt Detector
e. Pre —Empt Indicator
f. Pedestrian Signal Head
g. Terminal Compartment
h. Controller Cabinet
i. Pedestrian Push Button Assembly
j. Handhole
k. Luminaire
NOTES
OTop mount plumbizer mounting couplings installed by
fabricator at offset distance indicated in chart.
OField installed, orientation to be approved by engineer.
U3 See Special Provisions for luminaire arm type
®This plan sheet is based on information provided in
the Washington State Department of Transportation
Design Manuel (revised November 1980).
OIf soil conditions at the site are not equal to or better
than shown in the foundation detail, then new foundation
dimensions will be provided by the engineer and any
additional cost will be considered an additive to the
contract.
© All poles and pole bases shall have one extra 2 -inch
conduit that extends to and is capped in the nearest
handhole.
0 Bottom of base to extend to center of ped
push button.
®, Grout required under base plate to center of pole and
finished toward outer surface. A 1/2" tublar drain
hole shall be installed.
OConcrete shall be Class B poured in place with
forming on the top 3 -1/2" and all above grade portions of
the foundation.
10' Size and number of conduit per plan.
11 Saw cut paving when foundation in existing paved surface
12 Bolt circles to be ±1/8" dia. with bolts equally spaced +1 /8'
around circle, and /or according to manufactures specs.
13 Conduit shall extend 3" above foundation.
SIGNAL STANDARD DETAIL CHART
3/4" Chamfer, No Chamfer
13 2"
Nom. Grout Pad with 1/2 "Drain
in Paved Areas
SIGNAL MAST ARM DATA
POLE ATTACHMENT POINT ANGLES
Hole
Flush in Paved Areas
REMARKS
OFFSET DISTANCES (ft.) (Z) (POLE Q TO ATTACHMENT POINT)
I
(X)(y ){Z}
I STATION
(on line)
OFFSET (ft.)
LT.
RT.
P.O.A.
-Al
A2
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
B11
B1
B2
Class "B" Concrete
B4
B6
B7
�_
B10
�� /..
- -_
TOTAL (ft.)3
No. 4 rd. or sq. Hoops as Req'd at
1' -0" Centers
D1
D2
10 n
F1
F2
G
H
2 -1/2"
X
d
p
4' Rd.
3' S .
_
Cir.
X
—'2700
" - '. `"
.0
8 No. 7 Bars Equally Spaced
5/8" x 8' Copper
25
—
Clad Ground Rod
Width or Diameter
—
—
FOUNDA'T'ION DEPTHS
Use the larger (X)(Y)(Z) value for
—
W(Y) Z)
3' Rd.
3' SqI
double mast arm standards.
Applications based on 2500 psf average
—
(ft.)
—
4' Rd.
Lateral bearing pressure and 0 @ 260
—
740
10'
7'
See Note O
—
1100
14'
8'
—
1720
19
13'
E ^ 4' E
12+42
SUNSET BLVD. N.
FOUNDATION DETAIL A
—
X
F44F
f f
Ground Wire Pedestal G G
4 Anchor Bolt with 2 Washers 2
and 2 Nuts each. 5/8" x 18' �]
with 4" hook. Bolt circle 13 1/2 "+
1/4" dia. equally spaced. o I I
Finished Grade i 2
0 1
Do
C) 0 1
Ground Wire to Ground
Rod at First Handhole in
in
Conc. Round or Square O7 7
TYPE PPB TYPE PS
TYPE I PEDESTRIAN PUSH PEDESTRIAN
FOUNDATION DETAIL B FOR TYPE PPB FOUNDATION DETAIL C FOR TYPE PS BUTTON POST HEAD STANDARD
TYPE I
VEHICLE HEAD
STANDARD
TYPE IIB (DOUBLE) TYPE IIIB (DOUBLE) SPECIAL DESIGN
MAST ARM SIGNAL COMBINATION LIGHTING AND MAST (See Detail 11 Specifications)
STANDARD ARM SIGNAL STANDARD
REGION NO. STATE FEDERAL PROJECT N0. 5M££T 0:..
M- 1302(4) 1 OF €i
LEGEND
a. Vehicle Signal Head
b. Internally Illuminated Sign
c. Street Name Sign
d. Pre —Empt Detector
e. Pre —Empt Indicator
f. Pedestrian Signal Head
g. Terminal Compartment
h. Controller Cabinet
i. Pedestrian Push Button Assembly
j. Handhole
k. Luminaire
NOTES
OTop mount plumbizer mounting couplings installed by
fabricator at offset distance indicated in chart.
OField installed, orientation to be approved by engineer.
U3 See Special Provisions for luminaire arm type
®This plan sheet is based on information provided in
the Washington State Department of Transportation
Design Manuel (revised November 1980).
OIf soil conditions at the site are not equal to or better
than shown in the foundation detail, then new foundation
dimensions will be provided by the engineer and any
additional cost will be considered an additive to the
contract.
© All poles and pole bases shall have one extra 2 -inch
conduit that extends to and is capped in the nearest
handhole.
0 Bottom of base to extend to center of ped
push button.
®, Grout required under base plate to center of pole and
finished toward outer surface. A 1/2" tublar drain
hole shall be installed.
OConcrete shall be Class B poured in place with
forming on the top 3 -1/2" and all above grade portions of
the foundation.
10' Size and number of conduit per plan.
11 Saw cut paving when foundation in existing paved surface
12 Bolt circles to be ±1/8" dia. with bolts equally spaced +1 /8'
around circle, and /or according to manufactures specs.
13 Conduit shall extend 3" above foundation.
SIGNAL STANDARD DETAIL CHART
ROLE
NO.
FIELD LOCATION
POLE
TYPE
MOUNTING
HEIGHT (ft.)
SIGNAL MAST ARM DATA
POLE ATTACHMENT POINT ANGLES
LUMINAIRE
ARM (ft.)
FOUNDATION
DEPTHS (ft.)
REMARKS
OFFSET DISTANCES (ft.) (Z) (POLE Q TO ATTACHMENT POINT)
2
WINOLOAD AREAS (ft.) (X)(Y)
(X)(y ){Z}
I STATION
(on line)
OFFSET (ft.)
LT.
RT.
P.O.A.
-Al
A2
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
B11
B1
B2
B3
B4
B6
B7
B9
B10
B11
TOTAL (ft.)3
C
D1
D2
E7
E2
F1
F2
G
H
11
12
X
3' Rd.
4' Rd.
3' S .
14 +85
(N. 3RD ST
36
X
—'2700
a
19
—
25
—
{ !
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
71
—
GG
V
12+42
SUNSET BLVD. N.
7 2
—
X
PS
!!
1 O
-
14
17 +87
(N. 3RD ST)
52
—
X
M
A
14 ,
e
l}'
IV
or ffillow
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
SUNSET BLVD'. N. 8t` N. 3RD ST.
/ POLE, SCHEDULES
DESIGNED DA, MAY 83 FILE NO.
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